RFI - Amended civil plans

                                                                                            EXISTING BARRIER
                                                                                            PROFILE KERB AND
                                                                                                    CHANNEL




                                                                                                         T
                                                                                                     R
                                                                                                    U
                                                                                                 O
                                                                                                C
                                                                                                                               m
                                                                                                                       1.32                                                                                                                                                                                                                                             EXISTING EARTH




                                                                                           R
                                                                                                                                                                                                                                                                                                                                                                        BUND TO BE




                                                                                       LO
                                                                                                                                                                                                                                                                                                                                                                        RETAINED
                                                                                                                                                                         MAINTAIN MIN 1m




                                                                                      Y
                                                                                                                                                                                                                                                                                                           1 in 3




                                                                                   TA




                                                                                                           m
                                                                                                                                                                         CLEARANCE TO                                                                                                                      BATTER




                                                                                                        1.5
                                                                                                                                                                         EXISTING LIGHT POLE                                                                                                               (TYPICAL)           EXISTING
                                                                                                                                                                                                                                                                                                                               ELECTRICAL
                                                                                                                                                                                                                                                                                                                               EASEMENT
                                                                   NEW DRIVEWAY CROSSOVER
                                                                     TO SERVICE LOTS 1 TO 3 IN
                                                                    ACCORDANCE WITH IPWEAQ




                                                                                                             17.85m
                                                                          STD DWG RS-050 & 51



                                                                                                                                                                                                                      ROOFWATER
                                                                                                                                                                                               4.1
                                                                                                                                                                                                     m                STUB TO LOT 1




                                                                                                         1.5m
                                                                                                                                                 R5                                                                                                            1 in 2 MAX




                                                                                                                                                                               6m
                                                                                                                                                                                                                                                               BATTER
                                                                                                                                                  R10                                                                                                          (TYPICAL)
                                                                                                                                                                                                              12
                                                                                                                                                                                                                .4m


                                                                EXISTING DRIVEWAY




                                                                                                                                                                                                m
                                                                 CROSSOVER TO BE




                                                                                                                                                                                               7.5
                                                                RETAINED FOR LOT 4                                                                                                                                              12
                                                                                                                                         PROPOSED SEWER                                                                           .6m
                                                                                                                                           MAIN WITHIN 6m
                                                                                                                                           WIDE EASEMENT
                                                                                                                                                                                                                      A
                                                                                                                                                                                                                       C                        4.1
                                                                                                                                                                                                                          C                        m
                                                                                                                                                                                                                           E                                           PROPOSED
                                                                                                                                                                                                                            S                                          SHARED
                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                    -                                  DRIVEWAY                                                        1 in 2 MAX
                                                                                                                                                                                                                                        M                                                                                              BATTER
                                                                                                                                                                 900x600 GRATED INLET                                                     A                                             9m WIDE EASEMENT
                                                                                                                                                                     WITH HEAVY DUTY                                                        01                                          FOR ACCESS AND
                                                                                                                                                                                                                                                                                                                                       (TYPICAL)
                                                                                                                                                                   TRAFFICABLE GRATE                                                                                                    SERVICES
                                                                                                                                                                                                         PROPOSED
                                                                                                                                   EXISTING SEWER
                                                                                                                                                                                                         ROCK WALL
                                                                                                                                   PUMPING STATION

                                                                                                                                                                                                                                                                                                                                                    BUND TO DIRECT
                                                                                                                           EXISTING                                                                                                                                                                                                                 STORMWATER
                                                                                                                           SEWER                                                                                                                                                                                                                    RUNOFF TO PIT 3/1




                                                                                                                                                                                                                                                                       6m
                                                                                                                                                                                                           150mm HIGH ROLL-UP
                                                                                                                           EASEMENT
                                                                                                                                                                                                              KERB TO EDGE OF
                                                                                                                                                                                                                    DRIVEWAY




                                                                                                                                                                                                                                                                                                          ROOFWATER     SWALE AND BUND TO
                                                                                                                                                                                                                                                                                                          STUB TO LOT 2 DIRECT STORMWATER
                                                                                                                                                                                                                                                                                                                        RUNOFF TO PIT 3/1
                                                                                                                                                                                                                                        900x600 GRATED INLET
                                                                                                                                                                                                                                            WITH HEAVY DUTY                                                              3m WIDE STORMWATER
                                                                                                                                                                                                                                          TRAFFICABLE GRATE                                                              DRAINAGE EASEMENT




                                                                                                                                                                                                     BUND TO DIRECT
                                                                                                                                                                                                     STORMWATER                                                                                                                                        ROOFWATER
                                                                                                                                                                                                     RUNOFF TO PIT 1/2                                            30m LONG TURFED                                                                      STUB TO LOT 3
                                                                                                                                                                                                                                                                  SWALE, MIN 300mm
                                                                                                                                                                                                                                                                  DEEP, 1 in 4 SIDES

                                                                                                          ROOFWATER STUB
                                                                                                          TO EXISTING PIT
                                                                                                                                                                                                                                                                                                                                                        900x900
                                                                                                                                                                                                                                                                                                                                                        FIELD INLET

                                                                                                                                                                                                                                                                                                                                                      STORMWATER DISCHARGE
                                                                                                                                                                                                                                                                                                                                                      TO GRASSED SWALE
                                                                                                                                                                                                                                                                                      900x900
                                                     EXISTING                                                                                                                                                                               1 in 3                                    FIELD INLET
                                                  FIELD INLET                                                                                                                                                                               BATTER                                                                              DRAINAGE
                                                                                                                                                                                                                                            (TYPICAL)                          GRASSED SWALE TO DISCHARGE                       RESERVE
                                                                                                                                                                                                                                                                               TO DRAINAGE RESERVE

                                                                                                                                                                                                                                                                                                            PROJECT:                                                                         JOB NUMBER
REV DATE DESCRIPTION                              BY    CHKD                                                             SCALE                                                       APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                  2023
 A   05-06-20   ORIGINAL ISSUE                    AD      CL
 B   14-10-20   RESPONSE TO INFORMATION REQUEST   AD      CL    DATUM            AHD                                                                                                                                                                                                                                                                                                     SHEET:    8   OF   10
                                                                                            0             5.0             10             15              20              25m
                                                                DESIGN           AD                                                                                                 .................                                                                                                                                                                                    DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                            DRAWING TITLE:
                                                                DRAWN            AD                                                                                            Director: CAMERON LANDRETH
                                                                                                                       SCALE 1:500 A3
                                                                DESIGN CHECK      CL                                                                                                  (RPEQ 19358)                                            07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                              R08                B
                                                                                                                                                                                                                                              [email protected]      www.barlowshelley.com.au
                                                                                           This drawing is not to be copied or amended without written permission from
                                                                DATE           JUNE 2020   Barlow Shelley Consulting Engineers                                                                                                                PO Box 899, Maroochydore,4558 ABN 89 215 591 077